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Haugo GeoTechnical Services BORING NUMBER SB-1 5 <br />H AU G O 2825 Cedar Ave South PAGE 1 OF 1 <br />■ • ► = Minneapolis, MN 55407 <br />SERVICES Telephone: 612-729-2959 <br />Fax: 763-445-2238 <br />CLIENT City of Ramsey PROJECT NAME IP 22-02 Autumn Heights Street Recon <br />PROJECT NUMBER 21-0833 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 8/31/21 COMPLETED 8/31/21 GROUND ELEVATION 880.6 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING --- Not Encountered <br />LOGGED BY GD CHECKED BY PG AT END OF DRILLING --- <br />NOTES 39+67 167th Lane 7 AFTER DRILLING 7.50 ft / Elev 873.10 ft <br />p DEPTH <br />Q (ft) <br />GRAPHIC <br />LOG <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />MOISTURE CONT. <br />(%) <br />NOTES <br />ASPTNVALUE A <br />20 40 60 80 <br />DESCRIPTION <br />PMATERIAL IL <br />I <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />Approximately 4.5 Inches of Bituminous Asphalt <br />- <br />i♦i♦i♦i <br />♦♦♦♦♦♦� <br />Approximately 3 Inches of Possible Aggregate Base <br />P-200=6.5% / <br />AU <br />4.5 <br />: <br />•••• <br />♦♦♦♦♦♦�Poorly <br />(Fill) Graded Sand with Silt, brown and dark brown, moist. Fill <br />31 <br />SS <br />32 <br />9-12-9 <br />(21) <br />: : •: <br />♦♦♦•♦♦♦♦ <br />5.0 <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />brown, waterbearing, very loose to medium dense. (Alluvium) <br />SS <br />33 <br />4-1-6 <br />(7) <br />7.5 <br />...'. <br />7 <br />SS <br />34 <br />3-2-2 <br />(4) <br />10.0 <br />(SC) Clayey Sand, fine to medium grained, brown, wet, loose. <br />(Alluvium) <br />SS <br />35 <br />3-3-3 <br />(6) <br />Bottom of borehole at 11.0 feet. <br />